Research Article
Research on Rheological Properties of High-Percentage Artificial RAP Binder with WMA Additives
Table 3
Resulting parameters of the VECD model.
| | Type of asphalt | α | C0 | C1 | C2 | A | B |
| | 90# | 1.49276 | 1 | 0.10296 | 0.4175 | 1.52E + 05 | 2.98552 | | 30%-control | 1.573317 | 1 | 0.10953 | 0.39992 | 3.68E + 05 | 3.146633 | | 50%- control | 1.614987 | 1 | 0.10154 | 0.40942 | 5.64E + 05 | 3.229974 | | 70%- control | 1.666944 | 1 | 0.10809 | 0.4076 | 3.85E + 05 | 3.333889 | | 30%-RAP-R | 1.510802 | 1 | 0.0991 | 0.41276 | 3.75E + 05 | 3.021604 | | 50%-RAP-R | 1.577785 | 1 | 0.08369 | 0.44346 | 5.38E + 05 | 3.15557 | | 70%-RAP-R | 1.60901 | 1 | 0.10124 | 0.40828 | 4.85E + 05 | 3.218021 | | 30%-RAP-M | 1.547988 | 1 | 0.10309 | 0.41102 | 3.77E + 05 | 3.095975 | | 50%-RAP-M | 1.608493 | 1 | 0.11199 | 0.39416 | 5.40E + 05 | 3.216986 | | 70%-RAP-M | 2.656452 | 1 | 0.11497 | 0.38876 | 6.08E + 05 | 3.312904 |
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